ATTACHMENT F - Q58DCSRestoration_SIs.pdf

Project:

Location:

Project #:

Date:

B

I

No

Q-58 DCS Restortion

Naval Station Norfolk, Norfolk, VA

1673784

12/30/2025

Seismic Design Category:

Risk Category:

Number of Stories above Grade:

Height of Highest Occupied Roof or Floor

Hazardous Occupancy or attached to such?

STATEMENT OF SPECIAL INSPECTIONS

Special Inspector of Record (SIOR) A Special Inspector of Record (SIOR)

SIOR Name (Registered Professional):

#REF!

Group H Occupancies required (per UFGS 01 45 35, Section 1.3.7)

N/A

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

N/A

N/A

N/A

Following is a listing of critical elements of the main wind/seismic force-resisting system for this structure. Carefully ins these elements as part of the roles and responsiblities of the Special Inspector (reference the Schedule of Special Inspe for inspection checklists).

Lateral Force Resisting System (LFRS) 2024 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Steel Climbing Ladder

Diagonal Angle Bracing for Fender System

C15x40 Vertical Supports for Fender System

See EXSOW and Drawings

See EXSOW and Drawings

See EXSOW and Drawings

See EXSOW and Drawings

See EXSOW and Drawings

See EXSOW and Drawings

Horizontal LFRS Elements Notes

W6x20 Beam for Fender System

Steel Grating Platform for Fender System

C6x8.2 Channel Beam for Fender System

IS NOT

andrew.d.butler2 Pencil

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Location:

Project #:

Date:

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DSS Gas lines and associated fittings, anchorage, & flexible Connections

DSS Component XX

DSS Component XX

DSS Component XX

DSS Component XX

DSS Component XX

(2024 IBC 1705.13.4) (ASCE 7-22, 13.2.3, C13.2.2) (UFC 3-301-1, 2-5.3)

If additional space is required, append an additional sheet listing the remaining DSS

If additional space is required, append an additional sheet listing the remaining DSS

DSS Emergency or Standby Power System

DSS Component XX

DSS Component XX

DSS Component XX

DSS Component XX

OTHER Designated Seismic Systems (DSS) requiring a Certificate of Compliance

DSS Building egress stair systems

DSS Building fire sprinkler systems

DSS Component XX

DSS Component XX

DSS Component XX

DSS Component XX

Final Walk-Down Inspection and Report

(UFC 3 301 01 SECTION 2-5.4)

MECHANICAL/PLUMBING Components that are part of the Designated Seismic System (DSS), which require

Certificate of Compliance

ELECTRICAL Components that are part of the Designated Seismic System (DSS) , which require a Certificate

Compliance

Final Walk Down Inspection of non-structural Designated Seismic Systems does not apply to this project (no

Designated Seismic Systems)

Final Walk-Down Report, Prepared by the Registered Design Professional in Responsible Charge, must Inclu

1. Record observations of Final Walk-Down Inspection

2. Document that Inspections were performed in accordance with the Schedule of Special Inspections

3. Document that all Designated Seismic Systems are installed according to construction/manufacturer doc requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 3-5.2, 13.2.3.2).

Designated Seismic Systems (DSS)

Statement of Special Inspections Page 1 of 2

12/30/2025

1673784

Naval Station Norfolk, Norfolk, VA

Q-58 DCS Restortion

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

SCHEDULE OF SPECIAL INSPECTIONS

Reference UFGS 01 45 35 for all requirements not noted as part of this schedule.

INSPECTION DEFINITIONS:

PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items randomly during the course of each work day to insure that applicable requirements are being met. Operations need not be delayed pending these inspections at contractor’s risk.

DOCUMENT: Document, with a report, that the work has been performed in accordance with the contract documents. This is in addition to any other reports required in the Special Inspections guide specification.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is being performed.

The Seismic Design Category for this project is: ☐ A, ☒ B, ☐ C, ☐ D, ☐ E, ☐ F (check appropriate box)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

A. STRUCTURAL STEEL – WELDING

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☒

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-1 and Table C-N5.4-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify that the welding procedures specification (WPS) is available

PERFORM

2. Verify manufacturer certifications for welding consumables are available

PERFORM

3. Verify material identification

PERFORM Type and grade.

4. Verify use of qualified welders

PERFORM Welding by welders, welding operators, and tack welders who are qualified in conformance with requirements.

5. Welder Identification System

OBSERVE Fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified.

Die stamping of members subjected to fatigue shall be prohibited unless approved by the engineer of record.

6. Fit-up of groove welds (including joint geometry)

OBSERVE Joint preparation Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location) Backing type and fit (if applicable)

7. Fit-up of CJP groove welds of HSS T-, Y-, and K-connections without backing (including joint geometry

PERFORM Joint preparations Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location)

8. Configuration and finish of access holes

OBSERVE

9. Fit-up of fillet welds OBSERVE Dimensions (alignment, gaps at root) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location)

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2 and Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

10. Control and handling of welding consumables

OBSERVE Packaging Electrode atmospheric exposure control

11. No welding over cracked tack welds

OBSERVE

12. Environmental conditions OBSERVE Wind speed within limits Precipitation and temperature

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need not be delayed pending these inspections at contractor’s risk.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2 and Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

13. Welding Procedures Specification followed

OBSERVE Settings on welding equipment Travel speed Selected welding materials Shielding gas type/flow rate Preheat applied Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH) Intermix of filler metals avoided

14. Welding techniques OBSERVE Interpass and final cleaning Each pass within profile limitations Each pass meets quality requirements

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-3 and Table C-N5.4-3

TASK INSPECTION TYPE1 DESCRIPTION

15. Welds cleaned OBSERVE

16. Verify size, length, and location of all welds

PERFORM Size, length, and location of all welds conform to the requirements of the construction drawings.

17. Verify welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition Weld/base-metal fusion Crater cross section Weld profiles Weld size Undercut Porosity

18. Check for arc strikes PERFORM

19. Visually inspect k-area PERFORM When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks within 3 in. (75 mm) of the weld

20. Verify backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

21. Repair activities PERFORM AND

DOCUMENT

22. Acceptance or rejection of welded joint or member

PERFORM AND

23. No prohibited welds have been added without the approval of the engineer of record

OBSERVE

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

B. STRUCTURAL STEEL – BOLTING

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6-1 and Table C-N5.6-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify manufacture’s certifications available for fastener materials

PERFORM

2. Fasteners marked in accordance with ASTM requirements

OBSERVE

3. Proper fasteners selected for joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

OBSERVE

4. Proper bolting procedure selected for joint detail

OBSERVE

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

OBSERVE

6. Pre-installation verification testing for each fastener assembly performed by installation personnel, carefully observing and documenting the installation methods.

OBSERVE Check if the fastener assemblies and the installation methods are capable of achieving 105%, or more, of the minimum required bolt pretension.

7. Proper storage provided for bolts, nuts, washers, and other fastener components

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6-2 and Table C-N5.6-2

TASK INSPECTION TYPE DESCRIPTION

8. Fastener assemblies of suitable condition, placed in all holes and washers (if required) are positioned as required

OBSERVE

9. Joint brought to the snug-tight condition prior to pretensioning operation

OBSERVE

10. Fastener component not turned by the wrench prevented from rotating

OBSERVE

11. Bolts are pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6.3 and Table C-N5.6-3

TASK INSPECTION TYPE DESCRIPTION

12. Acceptance or rejection of all bolted connections

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

C. STRUCTURAL STEEL - NONDESTRUCTIVE TESTING

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Section N5.5

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify use of qualified nondestructive testing personnel

PERFORM Visual weld inspection and nondestructive testing (NDT) shall be conducted by personnel qualified in accordance with AWS D1.8 Clause 7.2

2. CJP groove welds OBSERVE [NOTE: DOR must delete this row if Section D (SEISMIC PROVISIONS SECTION) is checked] Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8 mm) thick. Testing rate must be increased to 100% if greater than 5% of welds tested have unacceptable defects.

3. Welded joints subject to fatigue

OBSERVE Dye penetrant testing (DT) and Ultrasonic testing (UT) shall be performed on 100% of welded joints identified on contract drawings as being subject to fatigue. Table A-3.1 in AISC 360-22 provides Fatigue Design Parameters for welded joints that must be checked.

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

D. STRUCTURAL STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS)

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 341-22: Section J7.2

TASK INSPECTION TYPE1 DESCRIPTION

[NOTE: DOR may uncheck this section for projects NOT designed in accordance with AISC 341 (Seismic Provisions) or for projects designed according to AISC 341, but using an R value equal to 3]

4. CJP groove welds OBSERVE Ultrasonic testing (UT) shall be performed on 100% of complete-joint-penetration (CJP) groove welds in materials 5/16 in. (8 mm) thick or greater. UT in materials less than 5/16 in. (8 mm) thick is not required. Welds shall be inspected by UT in compliance with AWS D1.8/D1.8M.

Magnetic particle testing (MT) shall be performed on 25% of all beam-to-column CJP groove welds. Welds shall be inspected by MT in compliance with AWS D1.8/ D1.8M.

For ordinary moment frames in structures in risk categories I or II, UT and MT of CJP groove welds shall be required only for demand critical welds.

5. Beam cope and access hole.

OBSERVE At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing (MT) or dye penetrant testing (DT), when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in. for built-up shapes.

6. k-area NDT (AISC 341 Table J7.1 and AWS D1.8 Clause 7.4)

PERFORM AND

DOCUMENT

Where welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k-area base metal within 3 in. of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

7. Placement of reinforcing or contouring fillet welds (Table J7.1)

PERFORM AND

8. Weld tab removal sites

OBSERVE At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT.

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

E. STRUCTURAL STEEL - COMPOSITE CONSTRUCTION1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2, AISC 341-22: Table J10.1

TASK INSPECTION TYPE DESCRIPTION

1. Placement and installation of steel headed stud anchors

PERFORM

2. Material identification of reinforcing steel (Type/Grade)

OBSERVE

3. Determination of carbon equivalent for reinforcing steel other than ASTM A706

OBSERVE

4. Proper reinforcing steel size, spacing, clearances, support, and orientation

OBSERVE

5. Reinforcing steel has not been rebent in the field

OBSERVE

6. Required reinforcing steel clearances have been provided

OBSERVE

7. Reinforcing steel has been tied and supported as required

OBSERVE

8. Composite member has required size

OBSERVE

END SECTION

F. STRUCTURAL STEEL - OTHER INSPECTIONS

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22 Section N5.8, AISC 341-22: Tables J9.1 & J11.1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Verify anchor rods and other embedments supporting structural steel

PERFORM Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

OBSERVE Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

3. Check reduced beam sections (RBS) where/if they occur

PERFORM AND

DOCUMENT

Contour and finish Dimensional tolerances

4. Check protected zones PERFORM AND

DOCUMENT

No holes or unapproved attachments made by fabricator or erector

5. Check H-piles where/if they occur

PERFORM AND

DOCUMENT

No holes or unapproved attachments made by the responsible contractor

1 See Concrete Construction Section for all concrete related inspection of composite steel construction.

2 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

G. STRUCTURAL COLD-FORMED METAL DECK PLACEMENT

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance of materials (deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness

PERFORM

2. Acceptance or rejection of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.2

TASK INSPECTION TYPE DESCRIPTION

3. Verify compliance of deck and all deck accessory installation with construction documents

PERFORM

4. Verify deck materials are represented by the mill certifications that comply with the construction documents

PERFORM

5. Acceptance or rejection of installation of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.3

TASK INSPECTION TYPE DESCRIPTION

6. Verify welding procedure specification (WPS) is available

PERFORM

7. Verify manufacturer’s certifications for welding consumables are available

PERFORM

8. Material identification (type/grade)

OBSERVE

9. Check welding equipment PERFORM

1PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

H. STRUCTURAL COLD-FORMED METAL DECK – WELDING

METAL DECK INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.4

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified welders OBSERVE

2. Control and handling of welding consumables

OBSERVE

3. Environmental conditions (wind speed, moisture, temperature)

OBSERVE

4. WPS followed OBSERVE

METAL DECK INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.5

TASK INSPECTION TYPE DESCRIPTION

5. Verify size and location of welds, including support, sidelap, and perimeter welds.

PERFORM

6. Verify welds meet visual acceptance criteria

PERFORM

7. Verify repair activities PERFORM

8. Acceptance or rejection of welds DOCUMENT

1PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

I. STRUCTURAL COLD-FORMED METAL DECK – FASTENING

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.6

TASK INSPECTION TYPE DESCRIPTION

1. Manufacturer installation instructions available for mechanical fasteners

OBSERVE

2. Proper tools available for fastener installation

OBSERVE

3. Proper storage for mechanical fasteners

OBSERVE Fasteners are located away from moisture and in a protected location, such as off the ground and away from excessive handling.

Uncoated fasteners are stored in airtight containers to reduce corrosion and rust.

METAL DECK INSPECTION DURING MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.7

TASK INSPECTION TYPE DESCRIPTION

4. Fasteners are positioned as required

OBSERVE

5. Fasteners are installed in accordance with manufacturer's instructions

OBSERVE

METAL DECK INSPECTION AFTER MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.8

TASK INSPECTION TYPE1 DESCRIPTION

6. Check spacing, type, and installation of support fasteners

PERFORM

7. Check spacing, type, and installation of side-lap fasteners

PERFORM

8. Check spacing, type, and installation of perimeter fasteners

PERFORM

9. Verify repair activities PERFORM

10. Acceptance or rejection of mechanical fasteners

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

J. STRUCTURAL COLD-FORMED STEEL FRAMING AND/OR COLD-FORMED TRUSSES

COLD-FORMED STEEL CONSTRUCTION AND CONNECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.5, 1705.12.2, 1705.12.3, 1705.13.3, 1705.13.9, UFC 4 023 03

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify compliance of trusses spanning 60-feet or greater where/if applicable

PERFORM Verify that temporary and permanent truss restraint/bracing is installed in accordance with approved truss submittal package.

2. Welded connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all welds that are part of the main wind or seismic force resisting system, including shear walls, braces, collectors (drag struts), and hold-downs.

[NOTE: DOR must identify critical wind and/or seismic force resisting welds in the contract drawings so that the special inspector can confirm compliance.]

3. Connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all screw attachment, bolting, anchoring and other fastening of components within the main wind or seismic force resisting system, including roof deck, roof framing, exterior wall covering, wall to roof/floor connections, braces, collectors (drag struts) and hold-downs.

[NOTE: DOR must identify critical wind and/or seismic force resisting connection/fastener components in the contract drawings so that the special inspector can confirm compliance.]

4. Cold-formed steel (progressive collapse resisting system where/if applicable)

OBSERVE Verify proper welding operations, screw attachment, bolting, anchoring and other fastening of components within the progressive collapse resisting system, including horizontal tie force elements, vertical tie force elements and bridging elements (UFC 4 023 03).

[NOTE: DOR must identify critical progressive collapse resisting connection/fastener components in the contract drawings so that the special inspector can confirm compliance.]

K. STRUCTURAL OPEN-WEB STEEL JOISTS

OPEN-WEB STEEL JOISTS AND JOIST GIRDERS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC TABLE 1705.2.4, 2024 IBC 2207.1, SJI 100 OR 200

INSPECTION TYPE 1 DESCRIPTION

1. Installation of open-web steel joists and joist girders

OBSERVE End connections – welded or bolted for compliance with SJI 100 or 200

Bridging – horizontal and diagonal for compliance with SJI 100 or 200

1 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to ensure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

L. STRUCTURAL CONCRETE CONSTRUCTION

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC TABLE 1705.3 (ACI 318-19 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect reinforcement, including prestressing tendons, and verify placement.

PERIODIC Verify prior to placing concrete that reinforcement is of specified type, grade and size; that it is free of oil, dirt and unacceptable rust; that it is located and spaced properly; that specified cover has been provided; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that specified lap lengths, stagger and offsets are provided;

and that all mechanical connections are installed per the manufacturer’s instructions and/or evaluation report.

2. Inspect reinforcing bar welding

PERIODIC Verify weldability of reinforcing bars other than ASTM A 706

Inspect single-pass fillet welds, maximum 5/16” in accordance with

AWS D1.4

CONTINUOUS Inspect welding of reinforcement for special moment frame, boundary elements of special shear walls, and coupling beams.

Inspect welded reinforcement splices.

Inspect welding of primary tension reinforcement in corbels.

PERIODIC Inspect all other welds in accordance with AWS D1.4

3. Inspect cast-in-place anchors, post-installed drilled anchors, and adhesive anchors other than those in item 4 below

PERIODIC Verify prior to placing concrete that cast in place anchors and post installed drilled anchors have proper embedment, spacing and edge distance.

Inspection requirements for adhesive anchors are different from those for other post-installed anchors and require assessment and qualification under the provisions of ACI 355.4 which may require proof loading.

4. Inspect post-installed adhesive anchors in horizontal or upward inclined orientations and

CONTINUOUS AND DOCUMENT Inspect as required per approved ICC- ES report

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is being performed.

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC TABLE 1705.3 (ACI 318-19 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

subject to sustained tension loading.

Verify that installer is certified for installation of horizontal and overhead installation applications

Verify proof loading as required by the contract documents

5. Verify use of required mix design

PERIODIC Verify that all mixes used comply with the approved construction documents

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

CONTINUOUS At the time fresh concrete is sampled to fabricate specimens for strength test, verify these tests are performed by qualified technicians.

7. Inspect concrete and/or shotcrete placement for proper application techniques

CONTINUOUS Verify proper application techniques are used during concrete conveyance and that depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

8. Verify maintenance of specified curing temperature and technique

PERIODIC Inspect curing and cold weather, or hot weather protection procedures.

9. Inspect prestressed concrete

CONTINUOUS Verify application of prestressing forces and grouting of bonded prestressing tendons.

10. Inspect erection of precast concrete members

PERIODIC Verify dimensional tolerances for precast members and interfacing members.

Verify details of lifting devices, embedments, and related reinforcement required to resist temporary loads from handling, storage, transportation, and erection, if designed by the licensed design professional.

11. Inspect precast concrete diaphragm connections or reinforcement at joints classified as moderate or high deformability element (MDE or HDE) in structures assigned to Seismic Design Category C, D, E, or F

CONTINUOUS Inspect such connections and reinforcement in the field for:

Installation of the embedded parts Completion of the continuity of reinforcement across joints.

Completion of connections in the field

12. Inspect installation tolerances of precast concrete diaphragm connections for compliance with ACI 550.5

PERIODIC

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC TABLE 1705.3 (ACI 318-19 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

13. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

PERIODIC See ACI 318 26.11.2

14. Inspect formwork for shape, location and dimensions of the concrete member being formed.

PERIODIC Formwork fabrication and installation shall result in final structure that conforms to shapes, lines, and dimensions of the members as required by the construction documents.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

M. STRUCTURAL - MASONRY CONSTRUCTION (ALL RISK CATEGORIES)

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH AT START OF CONSTRUCTION

2024 IBC 1705.4 (TMS 402/602-22 TABLE 3 & 4)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance with approved submittals prior to start

PERIODIC

2. Verify proportions of site-mixed mortar. PERIODIC

3. Verify grade, type and size of reinforcement, connectors, and anchor bolts

PERIODIC

4. Verify sample panel construction PERIODIC

CONTINUOUS

[NOTE: DOR must either delete ‘PERIODIC’ for Risk Category IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/ III]

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH PRIOR TO GROUTING

IBC 1705.4 (TMS 402/602-22 TABLE 4)

TASK INSPECTION TYPE DESCRIPTION

5. Verify grout space PERIODIC

CONTINUOUS

[NOTE: DOR must either delete ‘PERIODIC’ for Risk Category IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/ III]

6. Verify placement of reinforcement, connectors, and anchor bolts

PERIODIC

CONTINUOUS

[NOTE: DOR must either delete ‘PERIODIC’ for Risk Category IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/ III]

7. Verify proportions of site-prepared grout PERIODIC

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH DURING CONSTRUCTION

IBC 1705.4 (ACI 530-16 TABLE 4)

TASK INSPECTION TYPE DESCRIPTION

8. Verify compliance of materials and procedures with the approved submittals

PERIODIC

9. Verify placement of masonry units and mortar joint construction

PERIODIC

10. Verify size and location of structural elements PERIODIC

11. Verify type, size and placement of reinforcement, connectors, anchor bolts, and anchorages, including details of anchorage of masonry to structural members, frames, or other construction

PERIODIC

CONTINUOUS

[NOTE: DOR must either delete ‘PERIODIC’ for Risk Category IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/III]

12. Verify type, size and location of veneer ties and movement joints

PERIODIC Periodic inspection of veneers is required when the height of the veneer exceeds 60 ft (18.3

m) above grade plane. See Commentary in Appendix A.

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH DURING CONSTRUCTION

IBC 1705.4 (ACI 530-16 TABLE 4)

TASK INSPECTION TYPE DESCRIPTION

13. Verify installation of adhered veneer PERIODIC Periodic inspection of veneers is required when the height of the veneer exceeds 60 ft (18.3

m) above grade plane

14. Verify welding of reinforcement CONTINUOUS

15. Verify preparation, construction, and protection of masonry during cold weather (temperature below 40oF (4.4oc) or hot weather (temp above 90oF (32.2oC))

PERIODIC

16. Verify placement of grout CONTINUOUS

17. Observe preparation of grout specimens, mortar specimens, and/or prisms

PERIODIC

CONTINUOUS

[NOTE: DOR must either delete ‘PERIODIC’ for Risk Category IV/V, or delete ‘CONTINUOUS’ for Risk Categories I/II/III]

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

N. STRUCTURAL – WOOD CONSTRUCTION – SPECIALTY ITEMS

WOOD CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.5

TASK INSPECTION TYPE1 DESCRIPTION

1. High-load diaphragms where applicable

PERIODIC Verify thickness and grade of sheathing, size of framing members at panel edges, nail diameters and length, and the number of fastener lines and that fastener spacing is per approved contract documents.

2. Metal-plate connected wood trusses spanning 60 feet or greater

PERIODIC Verify that the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing are installed in accordance with the approved truss submittal package

Mass timber elements in Type IV-A, IV-B, and IV-C construction. Refer to 2024 IBC 602.4 for details about Type IV construction

3. Inspect anchorage and connections of mass timber construction to timber deep foundation systems

PERIODIC

4. Inspect erection of mass timber construction

PERIODIC

5. Inspect connections where installation methods are required to meet design loads

a) Threaded fasteners PERIODIC Verify use of proper installation equipment Verify use of pre-drilled holes where required Inspect screws, including diameter, length, head type, spacing, installation angle and depth

b) Adhesive anchors connections installed in horizontal or upwardly inclined orientation to resist sustained tension loads.

CONTINUOUS

c) Adhesive anchors not defined in preceding cell

PERIODIC

d) Bolted connections PERIODIC

e) Concealed connections PERIODIC

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

O. STRUCTURAL WOOD CONSTRUCTION - SEISMIC & WIND

THIS SECTION IS APPLICABLE IF BOX IS CHECKED: ☐

WOOD CONSTRUCTION SEISMIC AND WIND – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.12 & 1705.13.2

TASK INSPECTION TYPE1 DESCRIPTION

[NOTE: DOR may uncheck this section where the lateral resistance is provided by structural sheathing, the sheathing nailing/fasteners (shear walls, shear panels and diaphragms) are consistently greater than 4” on center, or if the design wind speed (ASD) is less than 140 mph (62.6 meters/sec) AND the seismic design category is A or B]

1. Nailing, bolting, anchoring and other fastening of elements of the main wind/seismic force-resisting system

PERIODIC Includes connectors for: shear wall sheathing, roof/floor sheathing, drag struts/collectors (double top plates), braces, hold downs, roof connections to exterior walls.

2. Field gluing operations of elements of the main wind/seismic force-resisting system

CONTINUOUS

P. STRUCTURAL ISOLATION AND ENERGY DISSIPATION SYSTEMS

ISOLATION AND ENERGY DISSIPATION SYSTEMS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.13.8, 1705.14.4

[NOTE: This section is not applicable to Seismic Design Category A. Uncheck this section if this category applies]

TASK INSPECTION TYPE2 DESCRIPTION

1. Verify fabrication and installation of isolator units and energy dissipation devices

PERFORM Verify that fabrication and installation of isolator units and energy dissipation devices conform to manufacturer’s recommendations and approved construction documents

2. Test of seismic isolation systems in seismically isolated structures

PERFORM Seismic isolation systems in seismically isolated structures shall be tested in accordance with ASCE 7, Section 17.8

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

2 PERFORM: Perform these tasks for each weld, fastener, or bolted connection, and required verification.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

Q. GEOTECHNICAL - SOILS INSPECTION

SOILS INSPECTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.6 and TABLE 1705.6

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

PERIODIC

2. Verify excavations are extended to proper depth and have reached proper material

PERIODIC

3. Perform classification and testing of compacted fill materials

PERIODIC

4. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly

PERIODIC

5. During fill placement, verify use of proper materials and procedures in accordance with the provisions of the approved geotechnical report.

Verify densities and lift thicknesses during placement and compaction of compacted fill

R. GEOTECHNICAL - DRIVEN DEEP FOUNDATION ELEMENTS

DRIVEN DEEP FOUNDATION ELEMENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.7 and TABLE 1705.7

TASK INSPECTION TYPE DESCRIPTION

1. Verify element materials, sizes and lengths comply with requirements

2. Inspect driving operations and maintain complete and accurate records for each element

CONTINUOUS

3. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element

CONTINUOUS

4. Determine capacities of test elements and conduct additional load tests if required.

CONTINUOUS

5. For steel, concrete, concrete-filled, perform additional special inspections in accordance with the steel and concrete sections in this schedule

6. For specialty elements, perform additional inspections as determined by the licensed design professional in responsible charge

In accordance with Statement of Special Inspections

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

S. GEOTECHNICAL - HELICAL PILE FOUNDATIONS

HELICAL PILE FOUNDATIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.9

TASK INSPECTION TYPE DESCRIPTION

1. Record installation equipment used, pile dimensions, tip elevations, final depth, final installation torque and other pertinent installation data as required. The approved geotechnical report and the contract documents prepared by the licensed design professional in responsible charge shall be used to determine compliance

2. Determine capacities of test elements and conduct additional load tests if required.

T. GEOTECHNICAL – CAST-IN-PLACE CONCRETE DEEP FOUNDATION ELEMENTS

CAST-IN-PLACE CONCRETE DEEP FOUNDATION ELEMENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.8

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect drilling operations and maintain complete and accurate records for each element

2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes

CONTINUOUS

3. For concrete elements, perform tests and additional special inspections in accordance with Concrete section of this schedule

CONTINUOUS

4. Determine capacities of test elements and conduct additional load tests if required.

1 CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

U. FIRE PROTECTION - SPRAYED FIRE-RESISTANT MATERIALS

SPRAYED FIRE RESISTANT MATERIALS (SFRM) – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.15

TASK INSPECTION TYPE 1 DESCRIPTION

1. Check substrate condition

Prior to application, confirm that surfaces have been prepared according to the approved fire-resistant design and manufacturer’s instructions. See 2024 IBC 1705.15.2 and

1705.15.3 for more details.

2. Verify material thickness PERIODIC Verify SFRM thickness according to 2024 IBC 1705.15.4

3. Verify material density PERIODIC Verify SFRM density according to 2024 IBC 1705.15.5

4. Verify bond strength PERIODIC Verify bond strength of cured SFRM according to 2024 IBC 1705.15.6

5. Inspect the condition of finished application

PERIODIC

END SECTION

V. FIRE PROTECTION - INTUMESCENT FIRE-RESISTIVE MATERIALS

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

INTUMESCENT FIRE-RESISTIVE MATERIALS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.16

TASK INSPECTION TYPE DESCRIPTION

1. Inspect according to AWCI 12-B and the contract documents

Inspections shall be performed in accordance with AWCI 12-B, Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-Resistive Materials.

Inspections shall be performed during construction. Additional visual inspection shall be performed after rough installation and where applicable, prior to the concealment of electrical, automatic sprinkler, mechanical and plumbing systems.

W. FIRE PROTECTION – FIRE-RESISTANT PENETRATIONS AND JOINTS

FIRE-RESISTANT PENETRATIONS AND JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.18

TASK INSPECTION TYPE DESCRIPTION

1. Inspect of penetration firestop systems conducted in accordance with ASTM E2174.

[NOTE: This section applies to Risk Category III, IV, & V structures, or in fire areas containing Group R occupancies with an occupant load greater than 250. DOR may choose to uncheck this section where project is assigned to Risk Category I or II. Confirm Risk Category with licensed design professional in responsible charge]

2. Inspecti of fire-resistant joint systems conducted in accordance with ASTM E2393

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

X. FIRE PROTECTION – SMOKE CONTROL

SMOKE CONTROL – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.19

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify device locations and perform leakage testing

Perform during erection of ductwork and prior to concealment

2. Perform pressure difference testing, flow measurements and detection and control verification

Perform prior to occupancy and after sufficient completion

END SECTION

Y. SEALANT – SEALING OF MASS TIMBER

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☐

SEALING OF MASS TIMBER – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.20

TASK INSPECTION TYPE DESCRIPTION

1. Inspect sealants or adhesives PERIODIC

Inspect sealants or adhesives where sealant and adhesive are required by 2024 IBC 703.7

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

Z. ARCHITECTURAL - EXTERIOR INSULATION AND FINISH SYSTEMS

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.17

TASK INSPECTION TYPE1 DESCRIPTION

1. Water-resistive barrier coating applied over a sheathing substrate.

Verify that water-resistive barrier coating complies with ASTM E2570.

[NOTE: Not required for EIFS applications installed over:

a) a water-resistive barrier with a means of draining moisture to the exterior.

b) masonry or concrete walls Uncheck this section in those cases]

AA. ARCHITECTURAL – ARCHITECTURAL COMPONENTS

ARCHITECTURAL COMPONENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.13.5, 1705.13.7 and TABLE 1705.13.7

TASK INSPECTION TYPE DESCRIPTION

[NOTE: This section is not applicable to Seismic Design Categories A, B, & C. Uncheck this section if one of those categories applies. Confirm Seismic Design Category with the licensed design professional in responsible charge.]

1. Erection and fastening of exterior cladding and interior and exterior veneer.

Verify appropriate materials, fasteners and attachment at commencement of work and at completion. [NOTE:

Inspection not required if height is less than 30 feet or weight is less than 5psf]

2. Interior and exterior non-load-bearing walls

Verify appropriate materials, fasteners and attachment at commencement of work and at completion. [NOTE:

Inspection not required if interior non-load-bearing walls weigh less than 15psf]

3. Access floors PERIODIC

Verify that anchorage complies with approved construction documents.

4. Storage racks PERIODIC

Steel storage racks and steel cantilevered storage racks that are 8 feet in height or greater shall be inspected for:

Materials used, to verify compliance with one or more of the material test reports in accordance with the approved construction documents

Fabricated storage rack elements Storage rack anchorage installation Completion of storage rack system Inspection of post-installed anchors shall comply with approved ICC-ES report.

[NOTE: Not required for racks less than 8 feet in height]

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

BB. PLUMBING/MECHANICAL/ELECTRICAL - DESIGNATED SEISMIC SYSTEMS

PLUMBING, MECHANICAL AND ELECTRICAL – DESIGNATED SEISMIC SYSTEMS

2024 IBC 1705.13.6

TASK INSPECTION TYPE1 DESCRIPTION

[NOTE: This section is not applicable to Seismic Design Categories A or B. Uncheck this section if one of those categories applies. Confirm Seismic Design Category with licensed design professional in responsible charge.]

1. Check anchorage of electrical equipment for emergency and standby power systems

Check for general conformance

2. Check anchorage of all other electrical equipment in Seismic Design Categories E and F only (See first page of this schedule for Seismic Design Category)

3. Check installation and anchorage of piping designed to carry hazardous materials and their associated mechanical units.

4. Check installation and anchorage of vibration isolation systems where the construction documents require a nominal clearance of ¼” or less between support framing and restraint.

5. Verify clearance between fire sprinkler piping and surrounding mechanical and electrical equipment, including ductwork, piping and their structural supports.

Check for minimum clearances noted in ASCE 7 13.2.3 or a nominal clearance of not less than 3 in.

1 PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

APPPENDIX A

Commentary on M12

Table 4 of TMS 602-22 does not have any Level 3 inspection requirements (for Risk Category IV structures). The leadership of the standard committee was contacted. They indicated that there are no requirements because veneers are covered under Part 4: Prescriptive Design Methods, and for prescriptive design there is never any Level 3 inspection requirement according to Table 3.1 of TMS 402-22. Although veneer is covered in Part 4, Chapter 13 of TMS 402-22, in Section 13.2.3, there is Engineered Design of Anchored Masonry Veneer and in Section 13.3.3, there is Engineered Design of Adhered Masonry Veneer. Engineered Design is covered in Part 3 of the standard, and for Part 3, Engineered Design, there are Level 3 inspection requirements in Table 3.1 of TMS 402-22. Upon further discussion, the leadership of the standard committee suggested to keep inspection Periodic for all Risk Category structures.